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2045 CORTE DEL NOGAL; ; CB030829; Permit
02-11-2009 City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Commercial/Industrial Permit Permit No Building Inspection Request Line (760) 602-2725 CB030829 Job Address Permit Type Parcel No Valuation Occupancy Group Project Title 2045 CORTE DEL NOGAL CBAD Tl Sub Type INDUST 2130610900 Lot# 0 $60,000 00 Construction Type NEW Reference # SEASILVER-TRUCK RAMP.MAINT RAMP EQUIP ROOM & VESTIBULE Applicant STEVE WICKLUND 13210 FLORENCE 90670 562 777-0983 Status Applied Entered By Plan Approved Issued Inspect Area Plan Check# 03/20/2003 RMA Owner TEYSSIER LEONARD&MONICA FAMILY TRUST 10-14-92 3200 HIGHLAND AVE #B4-2 NATIONAL CITY CA 91950 Building Permit Add'l Building Permit Fee Plan Check Add'l Plan Check Fee Plan Check Discount Strong Motion Fee Park Fee LFM Fee Bridge Fee BTD #2 Fee BTD #3 Fee Renewal Fee Add'l Renewal Fee Other Building Fee Pot Water Con Fee Meter Size Add'l Pot Water Con Fee Reel Water Con Fee Green Bldg Stands (SB1473) Fee $392 56 $000 $25516 $000 $000 $1260 $000 $000 $000 $000 $000 $000 $000 $000 $000 $000 $000?? Meter Size Add'l Reel Water Con Fee Meter Fee SDCWA Fee CFD Payoff Fee PFF (31 05540) PFF (4305540) License Tax (3104193) License Tax (43041 93) Traffic Impact Fee (3105541) Traffic Impact Fee (4305541) PLUMBING TOTAL ELECTRICAL TOTAL MECHANICAL TOTAL Master Drainage Fee Sewer Fee Redev Parking Fee Additional Fees HMP Fee TOTAL PERMIT FEES $000 $000 $000 $000 $000 $000 $000 $000 $000 $000 $000 $000 $000 $000 $000 $000 $000 79 $660 32 Total Fees $660 32 Total Payments To Date $25516 Balance Due $40516 Inspector FINAL APPROVAL Date Clearance NOTICE Please take NOTICE that approval of your project includes the Imposition of fees, dedications reservations or other exactions hereafter collectively referred to as fees/exactions You have 90 days from the date this permit was issued to protest imposition of these fees/exactions If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a) and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3 32 030 Failure to timely follow that procedure will bar any subsequent legal action to attack review set aside void or annul their imposition You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes nor planning zoning grading or other similar application processing or service fees in connection with this project NOR DOES IT APPLY to any tees/exactions of which you have previously been given a NOTICE similar to this, or as to which the statute of limitations has previously otherwise expired -0 APPLICATION OF CARLSBAD BLJfLDING DEPARTMENT 1635 Faraday Ave , Carlsbad, CA 92008 1 PROJECT INFORMATSQN'" -°*H r• - - QHr^ Address (include Bldg/Suite tt) FOR OFFICE USE ONLY. PLAN CHECK NO EST VAL Plan Ck Deposit Validated B^ Date ated By . ?/! , If? Business Name (at thisfacidress Legal Description Lot No Subdivision Name/Number Unit No Phase No Total # of units 0869 03/20/03 0002 01 02 Assessor s Parcel #Existing Use Proposed Use CGP 255.16 Description of Work 2 jilt CONTACT PERSON (if different fromaapt>cant) SQ BT of Stories # o Bedrooms tt of Bathrooms Address 3" APPLICANT Q Contractor Q Agent for Contractor QjOwner :J Q Agent for:;0wner ' State/Zip Telephone* Name 4 Address City State/Zip Telephone # ERTY.OWNEB Name Address City State/Zip Telephone # CONTRACTOR. COMPANY NAME (Sec 7031 5 Business and Professions Code Any City or County which requires a permit to construct alter improve demolish or repair any structure prior to its issuance also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor s License Law (Chapter 9 commending with Section 7000 of Division 3 of the Business and Professions Code! or that he is exempt therefrom and the basis for the alleged exemption Any violation of Section 7031 5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($5001) Name State License # Address License Class City State/Zip City Business License tt Telephone # Designer Name Address City State/Zip Telephone State License # 6 7WO.RKERS COMPENSATION „*""? .iff' v'" *?* .. ^ ,.j.J;; rfF...j»F ••- Workers Compensation Declaration I hereby affirm under penalty of perjury one of the following declarations l~l | have and will maintain a certificate of consent to self insure for workers compensation as provided by Section 3700 of the Labor Code for the performance of the work for which this permit is issued 0 I have and will maintain workers compensation as required by Section 3700 of the Labor Code for the performance of the work for which this permit is issued My worker s compensation insurance earner and policy number are Insurance Company Policy No Expiration Date (THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS [$100] OR LESS) n CERTIFICATE OF EXEMPTION I certify that in the performance of the work for which this permit is issued I shall not employ any person in any manner so as to become subject to the Workers Compensation Laws of California WARNING Failure to secure workers compensation coverage is unlawful and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollars ($100 000) in addition to the cost of compensation damages as provided for in Section 3706 of the Labor code interest and attorney s fees SIGNATURE DATE 7 OWNER BUILDER DECLARATION" ;, ,f"~ f «" , "^ " '"" f'" c': ,».. 1 hereby affirm that I am exempt from the Contractor s License Law for the following reason l~l I as owner of the property or my employees with wages as their sole compensation will do the work and the structure is not intended or offered for sale (Sec 7044 Business and Professions Code The Contractor s License Law does not apply to an owner of property who builds or improves thereon and who does such work himself or through his own employees provided that such improvements are not intended or offered for sale If however the building or improvement is sold within one year of completion the owner builder will have the burden of proving that he did not build or improve for the purpose of sale) [~] I as owner of the property am exclusively contracting with licensed contractors to construct the project (Sec 7044 Business and Professions Code The Contractor s License Law does not apply to an owner of property who builds or improves thereon and contracts for such projects with contractor(s) licensed pursuant to the Contractor s License Law) l~l I am exempt under Section Business and Professions Code for this reason 1 I personally plan to provide the major labor and materials for construction of the proposed property improvement d| YES QNO 2 I (have / have not) signed an application for a building permit for the proposed work 3 I have contracted with the following person (firm) to provide the proposed construction (include njme / address / phone number / contractors license number) 4 I plan to provide portions of the work but I have hired the following person to coordinate supervisf and provide the major work (include name / address / phone number / contractors license number) 5 I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated (include name / address / phone number / type of work) PROPERTY OWNER SIGNATURE DATE COMPLETE THIS SECTIONiFOR/VOWfl£S/O£lV7MfBUILDINii3 PERMITS ONLY ;£ v? 7 ir Is the applicant or future building occupant required to submit a business plan acutely hazardous mat< rials registration form or risk management and prevention program under Sections 25505 25533 or 25534 of the Presley Tanner Hazardous Substance Account Act? d YES d NO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district' Q YES Q NO Is the facility to be constructed within 1 000 feet of the outer boundary of a school site? O YES Q NO IF ANY Of THE ANSWERS ARE YES A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT 6" CONSTRUCTION"LENDING AGENCY ,f«- "" *•'•••'"'""" ...Jr ' "" •••"" ^ ^ "" i;:" "'•" ... •,« *• 'f I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec 3097(0 Civil Code) LENDER S NAME LENDER S ADDRESS 9'f APPLICANT CERTIFICATION .. ..- .. ..JS*" ^r »" ^.ff" -;:3 s ".,. ^H"'" I certify that I have read the application and state that the above information is correct and that the information on the plans is accurate I agree to comply with all City ordinances and State laws relating to building construction I hereby authorize representatives of the City of Carlsbad to enter upon the above mentioned property for inspection purposes I ALSO AGREE TO SAVE INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES JUDGMENTS COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT OSHA An OSHA permit is required for excavations over 5 0" deep and demolitioMr construction of structures over 3 stories in height EXPIRATION Every permit issued by the building Official under the provisionXof tms Code shall expire by limitation and become null and void if the building or work authorized by such permit is not commencdd wjthm 180 days froVi tbe date ofsuch permit or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced ^\/,pt!llud of jp(] (Jays jBectior/106 4 4/Uniform Building Code) APPLICANT S SIGNATURE DATE WHITE File YELLOW Applicant PINK Finance C i -f- \ /itv Hi' 01/08/2004 STEVE WICKLUND 13210 FLORENCE90670 Re Application Date 03/20/2003 0 00 00 Plan Check # CB030829 Address 2045 CORTE DEL NOGAL Expiration Date 03/19/2004 0 00 00 Permit Type Tl Description SEASILVER-TRUCK RAMP, MAI NT RAMP.EQUIP ROOM & VESTIBULE You applied to have your plans checked on the date noted above To date, the related building permit has not been obtained The original plan review application will expire as no building permit has been issued Plans submitted and not retrieved from the building department prior to the plan check expiration date noted above will be destroyed The provisions of sections 304 (d) of the Uniform Building Code state "Section 304 9d) Expiration of Plan Review Applications for which no permit is issued within one year following the date of application shall expire by limitation, and plans and other data submitted for review may thereafter be returned to the applicant or destroyed by the Building Official In order to renew action on an application after e<piration, the applicant shall resubmit plans and pay a new plan review fee " In oraer to provide oetter service, pieabe inuicdle youf Handling choice Tor ths plans cngin submitted and return this letter to the Building Department frC Project Abandoned - I will pick up plans within 10 days _ Project Abandoned - Plans may be destroyed If you have any questions, please contact the Building Department at (760) 602-2718 Raenette Abbey Building Department 1635 Faraday Avenue • Carlsbad CA 92008-7314 • (760) 602-2700 • FAX (76O) 602-8560 EsGil Corporation In ^Partnership With Qove.mme.nt for Sut&fing Safety DATE JUNE 16. 2004 D APPLICANT JURISDICTION CARLSBAD Q PLAN REVIEWER D FILE PLAN CHECK NO 03-1375 / 03-829 SET n PROJECT ADDRESS 2045 CORTE DEL NOGAL PROJECT NAME SEASILVER - COMMERCIAL ADDITION & TRUCK DOCK The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes I The plans transmitted herewith will substantially comply with the jurisdiction's building codes v/hen minor deficiencies identified below are resolved and checked by building department staff I I The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck I I The check list transmitted herewith is for your information The plans are being held at Esgil Corporation until corrected plans are submitted for recheck I I The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person The applicant's copy of the check list has been sent to Esgil Corporation staff did not advise the applicant that the plan check has been completed I | Esgil Corporation staff did advise the applicant that the plan check has been completed Person contacted Telephone # Date contacted (by ) Fax # Mail Telephone Fax In Person [x] REMARKS ABANDONED PLANS DISCARDED AT CITY'S REQUEST By KR Enclosures Esgil Corporation D GA D CM D EJ D PC trnsmtldot 9320 Chesapeake Drive, Suite 208 •*• San Diego, California 92123 •*• (619)560-1468 4 Fax (619) 560-1576 City of Qarlsba Building Department To Esgil, Please destroy the following sets of plans frornithe City of Carlsbad, the projects have been abandoned. CB031607 PCR03094 CB031525 CB031375 CB031587 CB031524 CB031654 Thank you, 805 Caminito Del Sol 2045 Corte Del Nogal 2045 Corte Del Nogal 2045 Corte Del Nogal 2258 Rutherford Rd 2258 Rutherford Rd 2971 State St. (03 777 Robin Nuschy Bldg Dept. 1635 Faraday Avenue - Carlsbad, CA 92OO8-T314 • (76O) 6CJ2-27DO • FAX (760) 6O2-856O EsGil Corporation In (Partnership witfi. government for (Building Safety DATE 1O/14/03 JURISDICTION City of Carlsbad a PLAN REVIEWER a FILE PLAN CHECK NO 03-1375 and 03-829 SET II PROJECT ADDRESS 2045 Corte Del Nogal PROJECT NAME Seasilver - Commercial Addition and Truck Dock The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck The check list transmitted herewith is for your information The plans are being held at Esgil Corporation until corrected plans are submitted for recheck The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person XI The applicant's copy of the check list has been sent to Steve Wicklund / Plump Engineering 914 E Katella Ave, Anaheim, CA 92805 Esgil Corporation staff did not advise the applicant that the plan check has been completed X] Esgil Corporation staff did advise the applicant that the plan check has been completed Person contacted Steve Wicklund Telephone # 714-385-1835 Date contacted o/./s'/o- (by f'-..-) Fax # 714-385-1834 Mail -"Telephone Fax" In Person REMARKS By Doug Moody Enclosures Esgil Corporation D GA D MB D EJ D PC 10/6/03 trnsmtldot 9320 Chesapeake Drive, Suite 208 * San Diego, California 92123 * (858)560-1468 * Fax (858) 560-1576 City of Carlsbad O3-1375 and O3-829 10/14/03 RECHECK PLAN CORRECTION LIST JURISDICTION City of Carlsbad PLAN CHECK NO O3-1375 and O3- 829 PROJECT ADDRESS 2045 Corte Del Nogal SET II DATE PLAN RECEIVED BY DATE RECHECK COMPLETED ESGIL CORPORATION 10/6/03 1O/14/03 REVIEWED BY Doug Moody FOREWORD (PLEASE READ) This plan review is limited to the technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and disabled access This plan review is based on regulations enforced by the Building Department You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments The following items listed need clarification, modification or change All items must be satisfied before the plans will be in conformance with the cited codes and regulations Per Sec 106 4 3, 1997 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law A Please make all corrections on the original tracings and submit three new sets of prints to ESGIL CORPORATION B To facilitate recheckmg, please identify, next to each item, the sheet of the plans upon which each correction on this sheet has been made and return this sheet with the revised plans C The following items have not been resolved from the previous plan reviews The original correction number has been given for your reference In case you did not keep a copy of the prior correction list, we have enclosed those pages containing the outstanding corrections Please contact me if you have any questions regarding these items D Please indicate here if any changes have been made to the plans that are not a result of corrections from this list If there are other changes, please briefly describe them and where they are located on the plans Have changes been made not resulting from this list? QYes QNo City of Carlsbad O3-1375 and O3-829 10/14/03 Please make all corrections on the original tracings, as requested in the correction list - Submit three sets of plans for commercial/industrial projects (two sets of plans for^ residential projects) For expeditious processing, corrected sets can be submitted in one of two ways 1 Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave , Carlsbad, CA 92008, (760) 602-2700 The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments 2 Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468 Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments NOTE Plans that are submitted directly to EsGil Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete The resubmitted plans indicate an entirely new design resulting in a new review and plan review fee Please contact the City of Carlsbad 1 Please provide plans and calculations signed by the California State licensed engineer or architect for the structural design of the new masonry additions (equipment room and containment room) Include all calculations and finding on the plans Please include the California license number, seal, date of license expiration and date plans are signed Business and Professions Code 2 Please provide a complete the lateral design of the equipment room addition Include the wind and seismic base shear to the building, the horizontal distribution of the lateral loads and the shear resisting walls 3 Please clarify the calculations for the truck wash canopy, I was unable to find how the bracing design complies with section 2213 6 4 Provide a copy of the project soil report prepared by a California licensed architect or civil engineer The report shall include foundation design recommendations based on the engineer's findings and shall comply with UBC Section 1804 5 Show roof connections to masonry or concrete walls, per Section 1605 2 3 a) Connections shall resist 200 pounds per lineal foot or the actual design load, whichever is greater (using Allowable Stress Design, otherwise, see Section 1612) b) In Seismic Zones 3 and 4, the value of ap in equation 32-2 shall be 1 5, per Section 1633 28 1 c) In Seismic Zone 4, the value of Fp used in Section 1632 2 shall not be less than 420 plf, per Section 1633 2 8 1 d) In Seismic Zones 3 and 4, diaphragm-to-wall canchorage using embedded straps shall have the straps attached to or hooked around the reinforcing steel or City of Carlsbad 03-1375 and O3-829 10/14/03 otherwise -terminated so as to effectively transfer forces to the reinforcing steel . Section 1605 2 3 6 Please provide a fully dimensioned foundation plan consistent with the findings in the calculations and the soils report recommendations 7 Please revise the foundation plan for the truck wash canopy to be consistent with the truck wash canopy plans (VP Buildings) and show the findings of the foundation calculations to be provided 8 Please clearly indicate on the cover sheet the construction procedure requiring special inspection and check those boxes 9 Please provide a complete roof framing plan and calculations for the new equipment room roof structure 10 Please provide plans and calculations for the support of the new chiller on the equipment room roof 11 Please provide plans and calculations for the support and anchorage of all equipment 12 Show roof drains and overflows for the new equipment room Size drains per Appendix D of UPC Section 1506 13 Please review and imprint on the plans the City of Carlsbad Policies and Procedures for Roof Mounted Equipment to the plans 14 Please indicate if an interceptor is required by the local servicing waste authority at the truck wash floor sink connected directly to the sanitary drainage system 15 Please revise the gas plans to show an approved valve preceding the regulators per section 1218 5 of the UPC To speed up the review process, note on this list (or a copy) where each correction item has been addressed, i e , plan sheet, note or detail number, calculation page, etc Please indicate here if any changes have been made to the plans that are not a result of corrections from this list If there are other changes, please briefly describe them and where they are located in the plans Have changes been made to the plans not resulting from this correction list? Please indicate Yes Q No a The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123, telephone number of 858/560-1468, to perform the plan review for your project If you have any questions regarding these plan review items, please contact Doug Moody at Esgil Corporation Thank you City of Carlsbad O3-1375 and O3-829 10/14/03 VALUATION AND PLAN CHECK FEE JURISDICTION City of Carlsbad 829 PLAN CHECK NO O3-1375 and OS- PREPARED BY Doug Moody DATE 10/14/03 BUILDING ADDRESS 2045 Corte Del Nogal BUILDING OCCUPANCY Fl TYPE OF CONSTRUCTION VN BUILDING PORTION Tl Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code 1004 HRr Rnildmn Pprmrf f AREA (Sq Ft) 1397 cb Valuation Multiplier City Valuation By Ordinance :PP •W i Reg Mod VALUE ($) - 235,000 235,000 $962 36 1994 UBC Plan Check Fee Type of Review I I Repetitive FeeRepeats Complete Review D Other r—I Hourly Structural Only Hour* Esgil Plan Review Fee $625 53 $538 92 Comments Sheet 1 of 1 macvalue doc EsGil Corporation In Partnership with government for Quitting Safety DATE 4/3/03 jURIS JURISDICTION City of Carlsbad a PLAN REVIEWER a FILE PLAN CHECK NO O3-829 SET I PROJECT ADDRESS 2045 Corte Del Nogal PROJECT NAME Seasilver - TI The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck [XJ The check list transmitted herewith is for your information The plans are being held at Esgil Corporation until corrected plans are submitted for recheck The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person XI The applicant's copy of the check list has been sent to Steve Wicklund 13210 Florence, Santa Fe Springs, CA 90670 Esgil Corporation staff did not advise the applicant that the plan check has been completed X Esgil Corporation staff did advise the applicant that the plan check has been completed7/V-3*e-/Person contacted Steve Wicklund Telephone # -€02-777-0003 Date contacted V-V-^3 (by £*«_) Fax # 502-777-9013 Mail Telephone^ Fax ^ In Person *7/«/ -3/hT-/ REMARKS By Doug Moody Enclosures Esgil Corporation D GA D MB D EJ D PC 3/24/03 tmsmtldot 9320 Chesapeake Drive, Suite 208 * San Diego, California 92123 + (858)560-1468 4 Fax (858) 560-1576 City of Carlsbad 03-829 4/3/O3 PLAN REVIEW CORRECTION LIST TENANT IMPROVEMENTS PLAN CHECK NO 03-829 OCCUPANCY Fl TYPE OF CONSTRUCTION VN ALLOWABLE FLOOR AREA SPRINKLERS'? Unknown REMARKS DATE PLANS RECEIVED BY JURISDICTION 3/20/03 DATE INITIAL PLAN REVIEW COMPLETED 4/3/03 JURISDICTION City of Carlsbad USE manufacturing ACTUAL AREA Unknown STORIES 2 HEIGHT OCCUPANT LOAD Unknown DATE PLANS RECEIVED BY ESGIL CORPORATION 3/24/03 PLAN REVIEWER Doug Moody FOREWORD (PLEASE READ) This plan review is limited to the technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and access for the disabled This plan review is based on regulations enforced by the Building Department You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department, Fire Department or other departments Clearance from those departments may be required prior to the issuance of a building permit Code sections cited are based on the 1997 UBC The following items listed need clarification, modification or change All items must be satisfied before the plans will be in conformance with the cited codes and regulations Per Sec 106 4 3, 1997 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law To speed up the recheck process, please note on this list (or a copy) where each correction item has been addressed, i e. plan sheet number, specification section, etc Be sure to enclose the marked up list when you submit the revised plans TENANT IMPROVEMENTS WITHOUT SPECIFIC ENERGY DATA OR POLICY SUPPLEMENTS (1997UBC)tiforw dot City of Carlsbad O3-829 4/3/03 Please make all corrections on the original tracings, as requested in the correction list Submit three sets of plans for commercial/industrial projects (two sets of plans for residential projects) For expeditious processing, corrected sets can be submitted in one of two ways 1 Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave , Carlsbad, CA 92008, (760) 602-2700 The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments 2 Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468 Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments NOTE Plans that are submitted directly to EsGil Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete 1 Provide a statement on the Title Sheet of the plans stating that this project shall comply with the 2001 edition of the California Building Code (Title 24), which adopts the 1997 UBC, 2000 UMC, 2000 UPC and the 1999 NEC 2 Please provide a detailed description of the work to be preformed under this plan review The plans indicate the addition of work to the interior of the building not listed in the application or in the scope of work Please remove from the plans all alterations to the interior (i e the new storage or process tanks, the new separation wall surrounding the tank area) or revise the scope of work to include this work and provide complete plans and calculations, hazardous material forms and reports, complete electrical, plumbing and mechanical plans 3 Please indicate if the equipment for the new equipment room is to be part of this permit? If so please provide an equipment list and complete plans 4 Provide complete plumbing plans, including a) Complete dram, waste and vent plans b) Provide complete water line sizing calculations, including the water pressure, pressure losses, water demands, and developed pipe lengths UPC Section 6100 5 Please provide construction plans and details for the drainage pit Please indicate the location of the discharge from the drainage pit Will the pit be equipped with a sump pump? Will the pit be connected to the sanitary drainage system? How will storm water be prevented from entering the sanitary drainage system? 6 Please indicate if an interceptor is required by the local servicing waste authority 7 Please provide plans and calculations for the new tanker wash structure City of Carlsbad 03-829 4/3/03 8 Please indicate if alterations to the electrical system are to be preformed as part of this permit? If so please provide complete plans 9 Specify on the plans the following information for the roof materials, per Section 10633 a) Manufacturer's name b) Product name/number c) ICBO approval number, or equal 10 Please provide the ICBO# of the shot pins used to attach the ledger and plates 11 Please provide calculations for the anchorage and the embedment of the shot pins and show the spacing adequate for the loads 12 Plans shall show that the strike edge distances at doors comply with the requirements of Section 1133B 5 4 4, as follows a) >24" at exterior ramps b) >18" at interior ramps 13 Show handrails at each side of ramp(s) which are shown to be >1 20 (5%) in slope, per Section 1133B 5 5 14 Show that handrails are >1%" but ^/z in any cross sectional dimension Additionally, show that the handrails are placed a >11/2M from any wall, per Section 1133B55 15 Show or note that handrails meet the following requirements, per Section 1133B55 a) Are continuous b) Are to be located >34" but ^58" above the ramp surface c) Extend >12" beyond both the top and bottom landings d) Ends are to be returned 16 Where the ramp surface is not bounded by a wall or fence and the ramp exceeds 10' in length, the ramp shall comply with one of the following requirements, per Section 1133B56 a) A guide curb a minimum of 2" in height shall be provided at each side of the ramp, or City of Carlsbad O3-829 4/3/O3 b) A wheel guide rail shall be provided, centered 3" ± 1" above the surface of the ramp 17 Stairway riser must be 4 inches minimum and 7 inches maximum and minimum run shall be 11 inches Section 1003 3 3 3 18 Guardrails (Section 509 1) d) Shall be installed at open and glazed sides of landings and ramps e) Shall be detailed showing adequacy of connections to resist the horizontal force prescribed in Table 16-B f) Openings between railings shall be less than 4" The triangular openings formed by the riser, tread and bottom element of a guardrail at a stair shall be less than 6" 19 Show that the minimum strike edge distances are provided at the level area on the side to which a door swings, per Section 1133B 243 a) >24" at exterior conditions 20 Show or note that stair treads are marked at the upper approach and the all tread of each stair, by a strip of clearly contrasting color, per Section 1133B 4 4, as follows a) At least 2" wide (but not more than 4" wide) b) Placed parallel to and not more than 1" from the nose of the step or landing c) The strip shall be as slip resistant as the other treads of the stair To speed up the review process, note on this list (or a copy) where each correction item has been addressed, i e , plan sheet, note or detail number, calculation page, etc Please indicate here if any changes have been made to the plans that are not a result of corrections from this list If there are other changes, please briefly describe them and where they are located in the plans Have changes been made to the plans not resulting from this correction list? Please indicate Yes Q No a The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, Cahlornia 92123, telephone number of 858/560-1468, to perform the plan review for your project If you have any questions regarding these plan review items, please contact Doug Moody at Esgil Corporation Thank you City of Carlsbad O3-829 4/3/03 VALUATION AND PLAN CHECK FEE PLAN CHECK NO O3-829 DATE 4/3/03 JURISDICTION City of Carlsbad PREPARED BY Doug Moody BUILDING ADDRESS 2045 Corte Del Nogal BUILDING OCCUPANCY Fl TYPE OF CONSTRUCTION VN BUILDING PORTION Tl Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code AREA (Sq Ft) Unknown cb Valuation Multiplier City Valuation By Ordinance Reg Mod VALUE ($) 60,000 60,000 1994 UBC Building Permit Fee 1994 UBC Plan Check Fee Type of Review Repetitive FeeRepeats Complete Review D Other (—1 Hourly fj Structural Only Hour* Esgil Plan Review Fee $383 56 $249 31 $214 79 Comments Sheet 1 of 1 macvalue doc MAR-18-2003 TUE 11 19 AN CITY OF CARSLBAD FAX NO 760 602 8558 P 06 Carlsbad 03-591 3/13/03 ADDRESS OR LEGAL DESCRIPTION PLAN CHECK NUMBER SPECIAL INSPECTION PROGRAM CW4 OWNER'S NAME" I, as the owner, or agent of the owner (contractors may not employ the special inspector), certify that I, or the architect/engineer of record, will be responsible for employing the special inspectors) as required by Uniform Building Code (UBC) Section 1701 1 for the construction project located at the site listed above UBC Section 106 3 5 S.gned I, as the engineer/architect of record, certify that I have prepared the following special inspection program as required by UBC Section 106 3.5 for the construction project located at the site listed above 1 List of work requiring special inspection tfcl c Soils Compliance Prior to Foundation Inspection Structural Concrete Over 2500 PSl Prestressed Concrete Structural Masonry Designer Specified [ Field1 I] High Strength Bolting ~~1 Expansion/Epoxy Anchors | Sprayed-On Fireproofmg 13 Other 2 Name(s) of mdividual(s) or firm(s) responsible for the special inspections listed above A B C 3 Duties of the special inspectors for the work listed above A PLUMP ENGINEERING INC Structural Engineering Client ICEB 13210 Florence Avenue ™c SEASILVER Santa Fe Spnngs CA 90670 F,,e 0209(M 3 Dat£ 3.18.03 Phone (562) 777-0983 Fax (562)777-9613 By RP Sheet SK-i STRUCTURAL DBSERVATIDN 1 STRUCTURAL DBSERVATIDN BY THE ENGINEER/ARCHITECT SHALL BE PERFORMED A STATEMENT IN WRITING SHALL BE GIVEN TD THE BUILDING DFFICAL STATING THAT THE SITE VISITS HAVE BEEN MADE AND WHETHER DR DR NDT ANY DESERVED DEFICIENCIES HAVE BEEN CORRECTED TD CONFORM TD THE APPROVED PLANS AND SPECIFICATIONS OWNER'S RESPONSIBILITY 1 IT IS THE OWNER'S RESPONSIBILITY TO RETAIN QUALIFIED LICENCED DEPUTY INSPECTORS TO INSPECT THE WORK AS SPECIFIED IN THESE PLANS AND TO PROVIDE WRITTEN REPORTS TD THE OWNER, ARCHITECT AND ENGINEER DOCUMENTING APPROVAL OR REJECTION OF SUCH WORK WE WOULD RECOMMEND THAT THE OWNER RETAIN ONE OF THE FOLLOWING THREE TESTING LABORATORIES TO COMPLETE THIS WORK 11 LOS ANGELES TESTING LABS 7950 GARFIELD AVENUE BELL GARDENS, CA 90201 PHDNE tt (310) 927-2616 CONTACT AL LISECKAS 12 SANDY PRINGLE 8< ASSOCIATES PO BOX 840 HERMDSA BEACH, CA 90254-0840 PHDNE tt (800) 598-1970 CONTACT SANDY PRINGLE 13 SMITH-EMERY 781 EAST WASHINGTON BOULEVARD LDS ANGELES, CA 90021 PHONE tt (213) 749-3411 CONTACT MAXINE ESTRADA CONTRACTOR'S RESPONSIBILITY 1 IT IS THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE ALL REQUIRED INSPECTIONS WITH THE DEPUTY INSPECTOR RETAINED BY THE OWNER, CITY INPSECTORS AND BY THE ENGINEER DF RECORD DR ANOTHER LICENSED ENGINEER TO CONTRACTOR SHALL NOTIFY THE INSPECTOR DR ENGINEER PRIOR TO ANY SCHEDULED INSPECTION OR OBSERVATION PROVIDING A REASONABLE AMOUNT OF TIME FOR THE INSPECTOR OR ENGINEER TO MAKE THE NECESSARY ARRANGEMENTS PLANNING/ENGINEERING APPROVALS PERMIT NUMBER CB ADDRESS RESIDENTIAL RESIDENTIAL ADDITION MINOR « $10,000.00) IMPROVEMENT PLAZA CAMINO REAL CARLSBAD COMPANY STORES VILLAGE FAIRE COMPLETE OFFICE BUILDING OTHER PLANNER ENGINEE DATE DATE Docsrtvilsfonntfpiannlng Engineering Approvals Carlsbad Fire Department 030829 1635 Faraday Ave Carlsbad, CA 92008 Plan Review Requirements Category Building Plan Date of Report Q4/17/2003 Reviewed by Name Plump Engineering Address 13210 Florence Ave City, State Santa Fe Springs CA 90670 Plan Checker Job Name Sea Silver Job Address 2045 Corte Del Nogal Fire Prevention (760) 602-4660 Job # 030829 Bldg # CB030829 Ste or Bldg No Approved The item you have submitted for review has been approved The approval is based on plans, information and / or specifications provided in your submittal, therefore any changes to these items after this date, including field modifications, must be reviewed by this office to insure continued conformance with applicable codes and standards Please review carefully all comments attached as failure to comply with instructions in this report can result in suspension of permit to construct or install improvements D Approved Subject to The item you have submitted for review has been approved subject to the attached conditions The approval is based on plans, information and/or specifications provided in your submittal Please review carefully all comments attached, as failure to comply with instructions in this report can result in suspension of permit to construct or install improvements Please resubmit to this office the necessary plans and / or specifications required to indicate compliance with applicable codes and standaids Incomplete The item you have submitted for review is incomplete At this time, this office cannot adequately conduct a review to determine compliance with the applicable codes and / or standards Please review carefully all comments attached Please resubmit the necessary plans and / or specifications to this office for review and approval Review FD Job # 1st 2nd 3rd 030829 FD File # Other Agpncy in PLUMP ENGINEERING INC STRUCTURAL CALCULATIONS Client ICEB Project SEASILVER Location 2045 CORTE DEL NOGAL, CARLSBAD, CA Building Code 2001 CBC Plump File No 020904 3 By R P Date December 9, 2002 Revisions These calculations not valid unless signed and sealed in space above 13210 Florence Avenue Santa Fe Springs, CA 90670 (562) 777-0983 Fax (562) 777-9613 C'oiisuUini; Ln^niccrs in Strnctur il lingmeermR H2IO Florence Avenue S inn Fc Springs CA 90670 Phone (%2) 777 0<>S1 Fix (562)777 % 13 Date Sheet 41 oJ O) O I In oJ "(N 01 _LJ Q 1 LOW HIGH 7'-4" CL o; Ldo j-ll I I I |TT (N) 3'-0"x6'-8' DOOR r t (N) 3'-0"x6'-8' I DOOR TO MATCH — (E) 3'-0"x6'-8" DOOR O 4" CONC SLAB W/#3 © 18" EW 5'-6' 6", 16 GA JOISTS © 24" Structural Steel Framing (cEmco) "ECS"- PUNCHED "C" STUDS, 1-3/8" FLANGES (Maximum Allowable Axial Loads in Pounds) TABLE 4 COMBINED AXIAL AND WIND LOADS 111 Kill! SI A( IN< \tl MON IJt.SK, fM [ION SSOI (. S20 5501.C.SI8 5501 CS16 5501 CS14 600I.:CS20 (,001 (SIS (,001 ( SI (i (,ooi c si i 800LCS18 800LCSI6 800CCS14 K II 21 in,v ] 2,12 1] II 14 14 12 I' 21 16 12 l(. | 21 18 12 K 24 21} 12 ] It [ 24 15 Pounds PCI Squaic Foot Wind Load 2 2XX' 3 155' 4 9X5' 6 5S4' 2 274' ! Ill' 1 •> >X' d \J\' 3 040' 4 592' 6 0517 2 lvi>' 3 155' 4 9X5' 6 551' 2 274' till' t )2K' (, -I'M' 3 0-10' 4 592' 6 05 I7 2 120' 3 155' 4 9X5' 6 554' 2 220' Mil' 1 '.IJX' (i 194' 3 ()40! 4 592' 6 051' 6X0' 2 7 1 ()' 4 985' 6 554' 1 840' 2 X'M)' 1 '»2X' 6 491' 2 040' 4 592' 6 051' 2 000' 3 040' 4 985' 6 5547 2 1207 3111' t >.'.*' d 491' 3 040' 4 592' 6 051' 6X0' 2 690' 4 'IKS' 6 554' 1 840' 2 880' 1 <)>X' 6 491' 2 040' 4 592' 6 05 I7 090" 2 020" 4 370' 6 210' 310" 2 2X0' t did' 6 191' 2 870' 4 5927 60S!7 1 SSO* 2 500' 4 720' 6 482' 1 770' 2 7X0' 1 92 X' d 491' 3 040' 4 592' 6 051' 1 160" 2 060" 4 24 O7 6 100' 410" 2 WO' 1 (>/()' 6 19.)' 2 950' 4 592' 6 05 17 170* 1 260" 3 390" 5 100" 730' (,<]<>" ) X/d" 5 1)20' 2 430' 4 590' 6051' 1 090' 1 920" 3 760" 5 390' 1 340s 2 ''70" 1 1 10' 6 UO' 2 9407 4 5927 6 0517 6(>O* 420' 3 240" 4 780" 920* 7XO" \ '«)(l" 5 690' 2 590' 4 592' 6 05P 590"' 2 330" 3710' 210'" '«)()' 2 VdO' 1 590" 1 920" 4 070' 5 810' (,6O* 1 360' 2 860" 4 180" 920* 710" t 520" 5 10(1" 2 620' 4 592' 6051' 310" 830"' 2 340' 3 570" 460"' 1 180' 1 IMI" 2 190" 4 290' 6 0507 130" 2 510" 3 Id1" 1 ill) 1 380s 3 490" 5 150' 3dO"' 860"' 2 130* 3 190* 530"' 1 200' i ';>)()» 2 260" 4 330' 6 051' 500'° 1 610"' 2 600' 80"' 650"' :: i 10 3 » 10" 1 750" 3810" 5 490' 740'" 570" 1 180' 2 220" 820' 2 860* 4 410s ==^ 20 Pounds PCI Square Foot Wind Load "^a- — 250UCS20 250LCS 1 8 2501 CSI6 2501 CS 14 350! CS20 3501 CS 18 3501.CS 16 3501 CS 14 !(,JI (..S20 3621 CMX 362LCS16 362f.CS 14 4001XS20 400CCS18 400fCS16 4001XS 14 550ECS20 550ECS18 5501.CS 16 5SOCCS14 ~60(M CS2<^ 6001 CSI8 6001 LSI 6 MIDI ( SI I XdOl (SIX 8001 t SI6 800i.CS 14 520" 1 010' i 970" 2 760" 1 390" 2 270' 4 160' 5 223' 1 l(,0* 2 340' 4 231' 5 535' 1 710' 2 680' 4 653' 6 210' 2 288' 3 155' 4 985' 6 554' i2274' 3 141' 4 '»28' d 1 M ' i oil)' 4 592' 6 051' 40"' 450'° 1 .170'' 2 200' X10'; 1 610" 3 530" •t 790' ') '()" 1 730" 3 660' 5 180' 1 200" 2 100' 4 320' 6 160' 1 920' 2 970' 4 985' 6 554' 2 040( 1 1 1 0 ' 1 '>2X' 1 0 10' •I 592' 6 05 I7 320"' 1 060'" 1 590"' 660'' 1 350' 2 X50" 3 8 1 ()• /SO1 1 450» 2 990" 4 190' 1 020» 1 840" 3 700" 5 290' 1 830' 2 860' 4 985' 6 554' Ts>7o'S i 020' 4 928' I 0 10' 4 592' 6 051' 560"' 1 030"' 10"' 590"' 2 100' 3 030* 1 10" 700'' 2 250' 3 370» 420* 1 070* 2 930" 4 400* 1 270" 2 250' 4 680' 6 554' Ij 470' 2 470' 1 X80' 2 ')XO' 4 592' 6 051' 230"' 740'" 1 130"' 460"' 1 010' 2 190* 2 9 1 ()' 5 10'" 1 120' 2 320" 3 220» 800' 1 490" 2 970" 4 250" 1 680' 2 690' 4 985' 6 554' 1 X407 2 880' 4 928' 1 0 10' 4 592' 6 051' 470 820"' 100"' 560'" 1 750" 2 450* 20d'" 660'" 1 880' 2 740* 390'" 1 010" 2 500" 3 700" 1 280" 2 240' 4 6007 6 460' 1 480" 2 4807 4 8 10' (, 1 M' 1 ooo' 4 592' 6 051' too 1 000" 1 660" 1 130" 1 910" 220'" 1 660" 2 740" 550' 1 410s 3 730" S 4807 810" 1 720" 1 070' 5 K Hi' .' 1 »i' 4 592' 6 05 I7 140 620 50"' 120"' 1 380" 1 910' 1 10" 510" 1 470" 2 140' 350'" 820'" 2 0 1 0" 2 930" 1 160" 2 060" 4 240' 6 100' 1 4 1 0R 2 .170' 1 670' d I M' ' >•>(>' 1 592' 6 051' 160 UO 960"' 1 470' 90'" 1 050" 1 680" 470"' 1 530" 2 390* 690* 1 520" 3 660" 5 420" 950* 1 850" 4 120" ', ') •(!' '2 dOO' 4 592' 6 05 I7 380 730"' 510 890'" 710"' 460" 620* 2 620' 4 2 1 0" 1 50"' 910" 1 1 10" 1 / >(>* 1 120' 4 100' 5 860' 150 290 20 800'" 1 210"' 120'" 870"' 1 380"' 410"' 1 280"' 1 960'" 660* 1 420* 3 240" 4 780" 920* 1 7X0" 1 9011" •> i, >(>' 1 s ;()' 4 592' 6 05 I7 60 440 800"' ._..... 480 940"' 830'" 1 450" 190'" 820* 2 620* 4 050" 450" 1 180' i 260" 1 9 II ' i 1 10' 4 2X0' 6 050' 180 340 80 670 1 520" 2 780* 150"' 2 1 20" t did' 1 290" 3 150" 5 130' 120 400 710'" 450 840"' 750'" 1 260' 310'" 830'° 2 340' 3 570" 460'" 1 180' 2 ''(,()' 1 rid" .' 190" 4 290' 6 0507 50 400 150 440 450 790'° 310'" 1 710' 2 840" 590'" 2 Kill 1 d/0 1 d 10* 3 /SO" 5 440' --- 770"' 1 590" 1 1 10 1 110' d tl) 2 730" 4310" ]•>() 370 260 450 380 760"' 500'" 1 6)0'" 2 600" 80U> 650"' 2 1 10' 1 1 10 1 /Ml" 1 KIO" 5 490' • 40 140 470 1 010" 1 900"' 1 4 SO1 1 80' 1 1 20 * ! 1 /()" 4 760' .... . 900 IU 540"' 1 '(()" 1 990' 3 430* - 10 See page 32 for footnotes 20 Structural Steel Framing [CEITICO] TABLE 31234 SERIES "CS" -- PUNCHED "C" IOIS'1 SPANS (1-5/8" FLANGES) C UK in 1 1 i ( IIONS iiN ') l<> S1SI MOMI Nl (IN 1 IIS ) DI'SK.N I OADS (I SI ) ^~ "\x lot/ \) i \ 1 1 ^wnj KM D L -t-40// 1 .1 . = 50# T L 10/if D L ±K!OjJLL.L. = IKW 1 1 20# D L 120,? LI HI// 1 1 20* I) I .1 4l)/l I I Mil I 1 20// 1.) 1 ±1<MJ_,1 «12IV/ 1 1 3(W D 1. •i 20# 1 1 . = 50# T 1. 3(W D L •Hltf l-.l . = 70# T L 3(W D L l.KW.J L = 1 3(w r i.. JOIST S1'A( INCi (IN) 12 <^J6^24 12 16 24 12 16 24 12 16 21 12 16 2 1 12 16 24 12 16 24 12 16 24 12 16 24 C_jroo cs> JHf./b 2 157 15 521 16 (,A 2 'M 1 2'J o/y 14 (,A '\ (il)O 15 '.121 I_3=- ^^>-^c^ "\r 17 8 "l60~N 13 1 14 0 12 5 10? 9 8 8 4 6 10 16 0 13 ll 1 1 1 13 1 11 I •; I y 3 8 0 6 6 144 12 5 102 12 1 10 6 8 / 8 11 7 K 6 ) 18 (> 16 10 14 8 14 8 13 4 11 8 10 10 9 10 8 7 16 10 15 3 n i 14 H 13 4 II K 10 10 y 10 8 7 15 7 14 2 12 4 13 H 12 8 11 1 10 10 y 10 8 7 iy 10 18 0 15 9 15 9 14 4 126 11 7 10 6 9 2 18 0 16 5 M 1 is '.) 14 4 12 (i 11 7 10 (> ') 2 16 9 15 2 133 14 11 13 7 11 10 11 7 10 I, 9 2 800 CS is <;A 4 713 2 t 2K 1 16 (,A S K1'> 1 I /OK 14 (,A 7 2'1 1 SIMS 21 y 19 8 16 1 17 3 15 3 12 5 11 8 8 9 5 10 19 8 17 0 1 I 1 1 16 1 13 11 III ') 10 9 K 0 5 4 17 7 15 3 12 5 M 10 12 10 9 2 y 11 7 5 4 11 2( 1 21 2 18 6 18 6 16 10 14 8 13 7 12 4 10 10 21 2 19 3 II) 10 IK 6 16 10 1 1 K 13 7 12 4 10 8 19 8 17 10 15 7 17 7 16 0 13 11 13 7 12 4 9 10 25 1 22 9 19 11 19 11 18 1 15 9 14 8 13 4 11 7 22 9 20 8 IK 1 19 11 IK 1 is •; 14 K 13 4 11 7 21 2 19 2 16 9 18 11 17 2 15 0 14 K 13 4 11 7 1000 CS 16 (.A 10 121 S 1 \ Id 14 (,A 12 Sf>2 /S 221 2K 0 25 6 22 3 22 3 20 2 178 16 4 14 10 10 2 25 6 23 2 20 2 22 3 20 2 17 1 16 4 14 1 9 4 23 8 21 6 18 9 21 1 19 2 16 1 16 2 13 0 8 K 2'J HI 27 2 23 8 23 8 21 6 18 10 17 5 15 10 13 1(1 27 2 24 8 21 fi 23 K 21 6 IK 10 17 S 15 10 13 10 25 2 22 11 200 22 6 20 5 17 10 17 5 15 10 13 10 1 200 CS 16 (.A IS 213 M 171) 14 «A 1') Xl(} 'M 2yi 12 2 29 2 25 6 25 6 23 2 19 10 18 0 13 6 9 0 29 2 26 6 21 1 25 (, 23 1 li) (> 16 6 12 5 8 3 27 1 24 7 19 10 24 3 21 3 14 2 15 3 11 5 7 7 is i 31 11 27 10 27 10 25 4 22 1 206 18 8 16 3 31 11 29 0 25 4 27 10 25 4 22 1 20 6 18 K 15 10 29 7 26 11 236 265 240 20 8 20 6 18 7 15 2 Sec p igc 16 for footnotes 14 Plump Engineering, Inc 13210 Florence Ave Santa Fe Springs, CA 90670 562-777 0983 Fax 562-777-9613 Richard Plump, P E Title SEASILVER Job # 020904 3 Description Dsgnr RP Page Date FEB 17,2003 This Wall in File c \rp6\020904 rp5 RetamPro Version 6 0 Build Date 10 SEP-2001, (c) 1989 2001 Restrained Retaining Wall Design I Cntorin Retained Height = Wall height above soil = Total Wall Height Top Support Height = Slope Behind Wai Height of Soil over Toe = Soil Density = Wind on Stem = | Surcharge Loads II 300ft 000ft 300ft 300ft 000 1 1200m HOOOpcf 00 psf 1 Surcharge Over Heel = 1000psf >»Used To Resist Sliding & Overturning Surcharge Over Toe = 0 0 psf Used for Sliding & Overturning Axial Load Applied to Stem Axial Dead Load = Axial Live Load = Axial Load Eccentricity = Design Summary Total Bearing Load = resultant ecc = 1 OOlbs OOlbs 00 in 1 720 Ibs 1 33 in Soil Data | Allow Soil Bearing = 1 000 0 psf Equivalent Fluid Pressure Method Heel Active Pressure = 30 0 psf/ft Toe Active Pressure = 30 0 psf/ft Passive Pressure = 1500 psf/ft Water height over heel = 0 0 ft Footmg||Soil Frictioi = 0 400 Soil height to ignore for passive pressure = 12 00 in Uniform Lateral Load Applied to Stem | Lateral Load = 00 #/ft Height to Top = 0 00 ft Height to Bottorr = 0 00 ft li Concrete Stem Construction Thickness = 6 00 in Fy = Wall Weight = 75 0 pcf fc = | Footing Strengths & Dimensions H 1 oe Width Heel Width Total Footing Width = Footing Thickness = Key Width Key Depth Key Distance from Toe = f c = 2 000 psi Fy = Footing Concrete Density = Mm As % = Cover @ Top = 2 00 in @ i Adjacent Footing Load Adjacent Footing Load = Footing Width = Eccentricity = Wall to Ftg CL Dist = Footing Type Base Above/Below Soil at Back of Wall 60 000 psi 2 000 psi 050ft 1 00 1 50 1200m 000 in 0 00m 000ft 60 000 psi 150 00 pcf 00018 Btm = 3 00 in 1 OOlbs 000ft 000 in 0 00ft Line Load 00ft 1 Soil Pressure @ Toe = 267 psf OK Soil Pressure @ Heel = 693 psf OK Allowable = 1 000 psf Soil Pressure Less Than Allowable ACI Factored @ Toe ACI Factored @ Heel Footing Shear @ Toe Footing Shear @ Heel Allowable Reaction at Top Reaction at Bottom 373 psf 971 psf 0 5 psi OK 0 1 psi OK 76 0 psi 84 2 Ibs 2498 Ibs Sliding Calcs Slab Resists All Sliding i Lateral Sliding Force = 249 8 Ibs Footing Design Results Factored Pressure = Mu Upward = Mu Downward = Mu Design = Actual 1 -Way Shear = Allow 1 -Way Shear = Toe373 89 71 18 053 7603 J 971 psf 173 ft-# 159 ft-# 15ft-# 013 psi 76 03 psi Stem is FREE to rotate at top of footing Design height Rebar Size Rebar Spacing Rebar Placed at Rebar Depth d Design Data - — fb/FB + fa/Fa Mu Actual Mn * Phi Allowable Shear Force @ this he Shear Actual Shear Allowable Rebar Lap Required Rebar embedment into footing - Other Acceptable Sizes & Spacmgs Toe None Speed -01- Notreqd Mu < S * Fr Heel None Speed or Not req d Mu < S * Fr Key No key defined 01 No key defined @ Top Support = = = = = = = = t = = = = Stem OK 300ft # 4 24 00 in Center 3 00 in 0000 OOft-# 1 283 6 ft-# OOlbs 0 00 psi 76 03 psi 52 32 m Mmax Between Top & Base Stem OK 1 37ft # 4 24 00 in Center 3 00 in 0105 1350ft-# 1 283 6 ft-# 52 32 in @ Base of Wall Stem OK 000ft # 4 24 00 in Center 3 00 in 0000 OOft-# 1 2836ft-# 199 9 Ibs 5 55 psi 76 03 psi 9 39 in Plump Engineering, Inc 13210 Florence Ave Santa Fe Springs, CA 90670 562 777-0983 Fax 562-7779613 Richard Plump, P E Title SEASILVER Job # 020904 3 Description Dsgnr RP Page Date FEB 17,2003 This Wall in File c \rp6\020904 rp5 RetamPro Version 6 0 Build Date 10 SEP-2001, (c) 1989-2001 Restrained Retaining Wall Design Summary of Forces on Footing Slab RESISTS sliding, stem is PINNED at footing Forces acting on footing soil pressure (taking moments about front of footing to find eccentricity) Surcharge Over Heel = 50 Olbs Axial Dead Load on Stem = Ibs Soil Over Toe = 55 Olbs Adjacent Footing Load = Ibs Surcharge Over Toe = Ibs Stem Weight = 225 Olbs Soil Over Heel = 165 Olbs Footing Weight = 225 Olbs Total Vertical Force = 720 Olbs Net Moment User For Soil Pressure Calculations 1 25ft ft 025ft ft ft 075 ft 1 25 ft 075 ft Moment = 62 5ft # ft# 138ft# ft# ft-# 168 8ft # 206 3ft-# 1688ft-# 62"0~blt # 80 0 ft # 100psf I Lateral Restraint 8424# Sliding Restraint ft? 266 67psf 349 09# 693 33psf CoiiMilliiis F-n Structural Engineering 1.1210 Florence Avenue S inn Te Springs CA I)llfi7() Phone (5()2) 777 (I9S1 Client Title Date Sheet Plump Engineering, Inc 13210 Florence Ave Santa Fe Springs, CA 90670 562-777-0983 Fax 562-777-9613 Richard Plump, P E Title SEASILVER Job # 020904 3 Description Dsgnr RP Page Date FEB 14,2003 This Wall in File C \RP6\020904 RP5 RetamPro Version 6 0 Build Date 10 SEP 2001, (c) 1989-2001 Cantilevered Retaining Wall Design Criteria Retained Height = Wall height above soil = Slope Behind Wai Height of Soil over Toe = Soil Density = 1 ! Soil Data | j Footing Dimensions & Strengths | 2 oo ft Allow So1' Bearing = 1 000 0 psf Toe Width = o nn ft Equivalent Fluid Pressure Method Heel Width =uu " Heel Active Pressure = 30 0 psf/Ft Total Footing Widtr 0 °° 1 Toe Active Pressure = 30 0 psf/ft Footing Thickness 0 00 in Passive Pressure = 1500psf/'t HOOOorf Water height over heel = 00ft Key Width110 00 pcf » KfivDenth FootmgllSoil Fnctioi = 0400 Kei Distance from Toe = Wind on Stem =20 0 psf Soil height to ignore . for passive pressure = 1200m J_c ~ „ 2 000 psi Fy =Footing Concrete Density = Mm As % = 075ft 1 00 1 75 1200m 0 00 in 0 00 in 000ft 60 000 psi 150 00 pcf 00018 Cover @ Top = 2 00 in @ Btm = 3 00 in Surcharge Loads • Surcharge Over Heel = 100 Opsf Surcharge Over Toe = Design Summary j| Total Bearing Load = resultant ecc = Soil Pressure @ Toe = Soil Pressure @ Heel = 681 Ibs 4 79 in 955 psf OK 0 psf OK Allowable = 1 uuu psf Soil Pressure Less Than Allowable ACI Factored @ Toe ACI Factored @ Heel = Footing Shear @ Toe = Footing Shear @ Heel = Allowable = Vail Stability Ratios Overturning = Sliding = hdmg Calcs Slab Resists All Lateral Sliding Force = 1 337 psf Opsf 5 7 psi OK 2 0 psi OK 76 0 psi 1 78 OK Stem Construction | Top stem Design height ft= 000 Wall Material Above Ht = Masonry Thickness ~ 8 00 Rebar Size ~~ #4 Rebar Spacing = 24 00 Rebar Placed at = Center fb/FB + fa/Fa = 0 476 Total Force @ Section Ibs = 154 5 Moment Actual ft#= 2145 Moment Allowable = 450 3 Shear Actual psi = 38 Shear Allowable psi= 194 00 psf 1 13 Ratio < 15i Lap Splice if Above m= 2400 Sliding i 241 8 Ibs Lap Splice if Below in = 9 39 Wall Weight = 78 0 Rebar Depth d in = 3 75 j Footing Design Results Factored Pressure Mu Upward Mu' Downward Mu Design Actual 1 Way Shear Allow 1-Way Shear Toe Reinforcing Heel Reinforcing Key Reinforcing Toe 1337 441 88 353 570 76 03 None Speed None Spec'd None Speed Heel Opsf 1 ft-# 82 ft-# 81 ft-# 201 psi 76 03 psi Masonry Data fm Fs Solid Grouting Special Inspection Modular Ratio n Short Term Factor Equiv Solid Thick psi= 1 500 psi= 24000 Yes No 2578 1 000 m= 760 Masonry Block Type = Medium Weight Concrete Datafc psi = other Acceptable Sizes & Spacmgs Toe Not reqd Mu < S * Fr Heel Not req d Mu < S * Fr Key No key defined (IgiiBjaBS^ -^"Ti^-xv Plump Engineering, Inc .•^---|%|| 13210 Florence Ave ^^Sfe»»«Z!^!I^3S^ Santa Fe Sonnets CA 90670 I^Ml 562 777-0983 Fax 562-777-9613 •BI 01 B8TBJ «£= Richard Plump, P ELUMP ENDINE Title SEA&ILVER Job # 020904 3 Description This Wall m File Dsgnr RP C \RP6\020904 Date RP5 K'aae FEB 14,2003 Bu:?dnDPaTe Vei"sEP62°ooi, (o 1989-2001 Cant.levered Retaining Wall Design | Summary of Overturning & Resisting Forces & Moments OVERTURNINGForce Distance Moment Item Ibs ft ft# Heel Active Pressure = 2168 119 2577 Toe Active Pressure = -150 0 33 -50 Surcharge Over Toe = Adjacent Footing Load = Added Lateral Load = Load @ Stem Above Soil = 400 400 1600 Total = 2418 OTM ="" ~412T Resisting/Overturning Ratio . = 1 78 Vertical Loads used for Soil Pressure = 681 2 Ibs i RESISTING Soil Over Heel Sloped Soil Over Heel = Surcharge Over Hi el = Adjacent Footing Load = Axial Dead Load on Stem = Soil Over Toe Surcharge Over Tee Stem Weight(s) Earth @ Stem Transitions _ Footing Weigh! Key Weight Vert Component Force Ibs 733 333 00 3120 2625 Distance ft 1 58 1 58 000 038 1 08 088 Moment ft-# 1161 528 00 3380 2297 Vertical component of active pressure NOT used for soil pressure Total =681 2 Ibs R M '•7366 20psf Sliding Restraint Pp=0012501# 216 82# 955 16psf IMtUMltlHt INC Plump Engineering, Inc 13210 Florence Ave Santa Fe Springs, Ca 90670 562-777-0983 FAX 562-777-9613 RichardPlump@PEICA COM Title SEASILVER Dsgnr RP Description Scope Job #020904 Date Rev 560100User KW 0601611 Ver 5 6 1 25 Ocl 2002(c)19S3 2002 ENERCALC Engineering Software Masonry Wall Design Page 1 p \enercalc\020904 ecw 020904 3 Description TYPICAL WALL General Information Wall Height 1000ft Parapet Height 0 00 ft Thickness 8 0 in Rebar Size 5 Rebar Spacing 24 in Depth to Rebar 3810m ( Seismic Factor Calc of Em = f m * Duration Factor Wall Wt Mult 3> Center Calculations are designed to 1997 UBC Requirements 04500 75000 1 330 1 000 f m 1 500 0 psi Fs 24 000 0 psi No Special Inspection Solid Grouted Medium Weight Block Equivalent Solid Thickness 7 600 in I Loadsr^sr^v^ ~v Uniform Load Dead Load Live Load Load Eccentricity Roof Load 53 000 #/ft 70 000 #/ft 6 000 in Concentric Axial Load Dead Load Live Load Roof Load 0 000 #/ft 0 000 #/ft Wind Load 21 000 psf Design Values E 1 125 000 psi n Es / Em 25 778 Wall Weight 78 000 psf Max Allow Axial Stress = 0 25 f m (1 Allow Masonry Bending Stress = 03 Allow Steel Bending Stress = Rebar Area Radius of Gyration Moment of Inertia (h/140r)A2)*Splnsp 3 f m * Splnsp = 0155m2 np 008739 j 088676 2205m k 033972 2 / kj 663907 443 320 m4 15916 psi 247 50 psi 24 000 00 psi Load Combination & Stress Details Summary Axial Moment Load Top of Wall m-# Ibs DL + LL 7380 1230 DL + LL + Wmd 3180 530 DL + LL + Seismic 3180 530 Between Base & Top of Wall DL + LL 3690 5130 DL + LL + Wmd 33110 4430 DL + LL + Seismic 5 425 2 443 0 Bending Stresses Steel Masonrypsi psi 1 409 3 28 1 6072 121 6072 121 7046 63226 103598 141 1262 2068 Axial Compression psi 1 35 058 058 563 486 486 Maximum fb/Fb + fa/Fa fs?Fs 01221 00526 00526 00922 05404 08660 Summary 10 00ft high wall with 0 00ft parapet Med Wt Block w/ 8 00m wall w/ #5 bars at Governing Load Combination is Dead + Live + Seismic Between Top & Masonry Bending Stress 206 77 psi Steel Bending Stress 10,35979psi Masonry Axial Stress 4 86 psi Combined Stress Ratio 0 8660 < 1 3300 (allowable) Wall Design OK 24 OOmo c at center Bottom Final Loads & Moments Wall Weight moment @ Mid Ht Dead Load Moment @ Top of Wall Dead Load Moment @ Mid Ht Live Load Moment @ Top of Wall LiveLoad Moment @ Mid Ht 39000 Ibs 31800 m-# 15900 m-# 42000 \n# 21000 in # Wind Moment @ Mid Ht Seismic Moment @ Mid Ht Total Dead Load Total Live Load 315000 m-# 526500 m-# 5300 Ibs 7000 Ibs Maximum Allow Moment for Applied Axial Load = Maximum Allow Axial Load for Applied Moment = 649380 m-# 1451548 Ibs LU ttj Q? CD Q2 U. CD OC CC^ LU a.~~ LU a.z < Q. LU U_ I 8*;;X rt ,AT cr *x. \S / ^5 ^i tf- ^^.